XIII Međunarodno naučno-stručno savetovanje Ocena stanja, održavanje i sanacija građevinskih objekata (str. 138-145)
AUTOR(I) / AUTHOR(S): Zlatko Zafirovski,
Vasko Gacevski, Ivona Nedevska Trajkova, Riste Ristov, Slobodan Ognjenovic, Tatjana Manailova Stojanovska
DOI: 10.46793/SGISXIII.13ZZ
SAŽETAK / ABSTRACT:
The Toranica tunnel is 885.0 m long, with a clear opening with a diameter of D=2.60m and an area of 9.57 m2, and the lining is reinforced concrete with a thickness of d=30.0 cm and MB30. The bottom of the tunnel is lined with basalt cubes measuring 25x12x18 cm, which protect the concrete lining from destruction by running water that sometimes carries sediments. During the tunnel inspection, several anomalies were observed, which were caused by the mechanical action of water, chemical aggression, and errors during the construction of the building, which required an analysis of the stability of the tunnel and a proposal for a solution for rehabilitation.
KLJUČNE REČI / KEYWORDS:
circulation tunnel, rehabilitation, analysis, rehabilitation measures
LITERATURA / REFERENCES:
[1] Izveštaj za inženerskogeološkite karakteristiki na poširokoto podračje na terenot Toranica – Sredno Brdo, I faza – kniga 1, 1978 godina
[2] Izveštaj za hidrogeološkite karakteristiki na poširokoto podračje na terenot Toranica –Sredno Brdo, I faza – kniga 2, 1978 godina
[3] Glaven proekt za devijacionen (odvoden) tunel za jalovište na rudnikot za olovo i cink “Toranica”, Kriva Palanka, kniga 4, 1982 godina
[4] Izveštaj za inženerskogeološkite i hidrogeološkite karakteristiki na terenot vo dolinata na Kriva Reka (s.Uzem – Dve Reki), 1979 godina
[5] Elaborat za inženerskogeološki i hidrogeološki istražni raboti na pregradniot profil “Cepen Kamen” – Kriva Reka, 1980 godina
[6] Elaborat za inženerskogeološki i geomehanički istražni raboti na pregradniot profil “Varošani” – Kriva Reka, 1980 godina